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Performance and Utilization of Recycled Aggregates for Airport Cement Concrete Pavement

机译:机场水泥混凝土路面回收骨料的性能与利用

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Cement concrete of airport pavement can be crushed into aggregates for recycle using, and the performance and utilizations of the recycled aggregates were discussed and researched herein. Sieve analysis indicated that the concrete should be crushed many times till the percentage of critical size (31.5mm) can satisfy the gradation requirements. Due to loss of crystal water, the density and water absorption of recycled aggregates were different from the natural ones, so that an empirical corretion equation was addressed subsequently. When the recycled aggregates used in the stablized base, there's no avilable method could yield the optimum water content, therefore a series of compaction and compression tests were employed to set up a modified design method. The results indicated the shrinkage property of recycled aggregates were susceptible to the moisture, either the skeleton-dense material structure and limiting the fine aggregates content were possible ways to eliminate the sensitivity. 7-day unconfined compressive strength results proved the recycled aggregates were suitble for the base course of heavy duty highways and airfield in grade E/F as well.
机译:机场路面的水泥混凝土可以粉碎成汇总的聚集体,并讨论并研究了再循环骨料的性能和利用。筛分分析表明,混凝土应粉碎多次,直到临界大小(31.5mm)的百分比可以满足渐变要求。由于晶体损失,再循环聚集体的密度和吸水性与天然自然不同,因此随后解决了经验恒定方程。当在稳定基座中使用的再生聚集体时,没有可容让方法可以产生最佳含水量,因此采用一系列压实和压缩测试来建立改进的设计方法。结果表明再循环聚集体的收缩性能易受水分的影响,骨骼密集的材料结构和限制细聚体含量是可以消除灵敏度的方法。 7天无凝结的抗压强度结果证明,再生的聚集体对级E / F中的重型高速公路和机场的基础路线效率。

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